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RINALDI ST over ROUTE 118

Map 

Coordinates:
+34.26667, -118.58000
34°16'00" N, 118°34'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RINALDI ST over ROUTE 118
Structure number:53 2498
Location:07-LA-118-R3.13-LA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:149.0 ft. [45.4 m]
Total length:279.9 ft. [85.3 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:63.7 ft. [19.4 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:1 [as of 1998]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:94.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201494.0Functionally obsoleteSatisfactoryVery GoodGood1
May 201294.0Functionally obsoleteGoodVery GoodGood1
October 201094.0Functionally obsoleteGoodVery GoodGood1
May 200894.0Functionally obsoleteGoodVery GoodGood1
June 200694.0Functionally obsoleteGoodVery GoodGood1
December 200494.0Functionally obsoleteGoodVery GoodGood1
January 200394.0Functionally obsoleteGoodVery GoodGood-
February 200196.0Not deficientGoodVery GoodGood-
December 199896.0Not deficientGoodVery GoodGood-
January 199796.0Not deficientGoodVery GoodGood-
January 199596.0Not deficientExcellentExcellentExcellent-
January 199396.0Not deficientExcellentExcellentExcellent-
April 199196.0Not deficientExcellentExcellentExcellent-